›› 2007, Vol. 28 ›› Issue (9): 1789-1795.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A simplified method of Coulomb’s active earth pressure coefficient

ZHU Chuan-pei   

  1. Zhejiang Vocational College of Construction ,Hangzhou311231,China
  • Received:2005-12-16 Online:2007-09-10 Published:2013-10-15

Abstract: Based on the relations between coefficient of coulomb’s active earth pressure and internal friction angle, grading angle, slope angle, the rules between coefficient of coulomb’s active earth pressure and different parameters were analyzed. On the basis of algebraic method, a simplified solution of coefficient of Coulumb’s active earth pressure was deduced. Then the coulomb’s method and the simplified method were compared . The results show that for Coulomb solution, the maximum error of the simplified solution is less than 14 percent on the condition of 95 percent probability.

Key words: coefficient of coulumb’s active earth pressure;the simplified method, internal friction angle, grading angle, slope angle

CLC Number: 

  • TU 432
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] SUN De-an, ZHANG Qian-yue, ZHANG Long, ZHU Zan-cheng,. Experimental study on ageing effect on shear strength of Gaomiaozi bentonite [J]. , 2018, 39(4): 1191-1196.
[2] WANG Guo-fu, CAO Zheng-long, LU Lin-hai, WANG Rong, WANG Dan, HAN Shuai,. Measurement and analysis about coefficient of earth pressure at rest in alluvium of the Yellow river [J]. , 2018, 39(10): 3900-3906.
[3] WANG Yan, FU Jun-xing , TANG Qiang,HU An-xiang, LIU Jia-xin,. Study of shear strength of silty soils modified with surfactants [J]. , 2016, 37(S1): 329-333.
[4] WANG Shi-chuan, SUN Ben-jie, SHAO Yan. Modified computational method for active earth pressure [J]. , 2015, 36(5): 1375-1379.
[5] LI Zhi-ping ,PENG Zhen-bin ,XIAO Zun-qun ,ZHANG Yue-an . Variation of internal friction angle of tailings with standard penetration number under influence of water content [J]. , 2013, 34(5): 1340-1344.
[6] LI Li-hua, XIAO Heng-lin , TANG Hui-ming , MA Qiang , CHEN Hui, SUN Long . Shear performance optimizing of tire shred-sand mixture [J]. , 2013, 34(4): 1063-1067.
[7] CAO Yu-chun,YANG Jian-hui. Undrained shear strength determination of structured clays based on effective consolidation stress method [J]. , 2013, 34(11): 3085-3090.
[8] CAI Jian . Study of shear strength for intact soil [J]. , 2012, 33(7): 1965-1971.
[9] WANG Liang-qing, P.H.S.W. Kulatilake, TANG Hui-ming, LIANG Ye , WU Qiong ,. Kinematic analyses of sliding and toppling failure of double free face rock mass slopes [J]. , 2011, 32(S1): 72-77.
[10] 合肥工业大学 土木与水利工程学院,合肥 230009. Study of earth pressure against rigid retaining wall with arbitrary displacement modes [J]. , 2011, 32(S1): 370-0375.
[11] LI Peng, LIU Jian, LI Guo-he, ZHU Jie-bing, LIU Shang-ge. Experimental study for shear strength characteristics of sandstone under water-rock interaction effects [J]. , 2011, 32(2): 380-386.
[12] JIANG Quan ,FENG Xia-ting ,ZHOU Hui ,ZHAO Yang , XU Ding-ping ,HUANG Ke ,JIANG Ya-li. Discussion of strength value for interlayer shear belt [J]. , 2011, 32(11): 3379-3386.
[13] LEI Ming-feng, PENG Li-min, SHI Cheng-hua, AN Yong-lin. Research on construction spatial effects in large-long-deep foundation pit [J]. , 2010, 31(5): 1579-1584.
[14] ZHAO Ming-hua, LIAO Bin-bin, LIU Si-si. Calculation of anti-slide piles spacing based on soil arching effect [J]. , 2010, 31(4): 1211-1216.
[15] XU Chong,LIU Bao-guo,LIU Kai-yun,GUO Jia-qi. Slope angle intelligent design based on Gaussian process with combinatorial kernel function [J]. , 2010, 31(3): 821-826.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Ming-nian, GUO Jun, LUO Lu-sen, Yu Yu, Yang Jian-min, Tan Zhon. Study of critical buried depth of large cross-section loess tunnel for high speed railway[J]. , 2010, 31(4): 1157 -1162 .
[2] LIU Jie, HE Jie, MIN Chang-qing. Contrast research of bearing behavior for composite foundation with tapered piles and cylindrical piles[J]. , 2010, 31(7): 2202 -2206 .
[3] ZHANG Chun-hui, YU Yong-jiang, YUE Hong-liang, LIANG Xiao-yong. Seepage-stress coupled model of coal with Klinbenberg effect[J]. , 2010, 31(10): 3217 -3222 .
[4] LI Zhao-yan, SUN Rui, CAO Zhen-zhong, SHI Jiang-hua, DONG Lin, YUAN Xiao-mi. Feasibility of cone penetration test to evaluating Bachu earthquake liquefaction[J]. , 2010, 31(12): 3907 -3912 .
[5] DING Xuan-ming, CHEN Yu-min, KONG Gang-qiang. Frequency domain solution of vertical vibratory response of large diameter pipe pile based on radial invariability assumption[J]. , 2010, 31(S2): 109 -114 .
[6] WEN Xiao-gui,ZHANG Xun,ZHOU Jian,GUAN Lin-bo,XIE Xin-yu. Changing mechanism of microstructure of intact soft clay considering anisotropy[J]. , 2011, 32(1): 27 -32 .
[7] LIU Wen-bai,ZHOU Jian. Experimental research on interface friction of geogrids and soil[J]. , 2009, 30(4): 965 -970 .
[8] QIU En-xi, XIE Qiang, ZHAO Wen, ZHANG Li. Research on design formula of soft redbed slope gradients based on rock quality[J]. , 2011, 32(2): 542 -546 .
[9] YANG Xiao, CAI Xue-qiong. Vertical vibration of pile in saturated viscoelastic soil layer considering transversal effects[J]. , 2011, 32(6): 1857 -1863 .
[10] LIU Gong-xun , LUAN Mao-tian. Study of characteristics of pore water pressure and strength of overconsolidated saturated marine clay under bidirectional cyclic loadings[J]. , 2011, 32(S2): 215 -221 .